CN108717201B - A kind of tunnel surrounding microquake sources localization method - Google Patents

A kind of tunnel surrounding microquake sources localization method Download PDF

Info

Publication number
CN108717201B
CN108717201B CN201810634339.5A CN201810634339A CN108717201B CN 108717201 B CN108717201 B CN 108717201B CN 201810634339 A CN201810634339 A CN 201810634339A CN 108717201 B CN108717201 B CN 108717201B
Authority
CN
China
Prior art keywords
particle
value
tunnel
microseism
minimum
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201810634339.5A
Other languages
Chinese (zh)
Other versions
CN108717201A (en
Inventor
马春驰
李天斌
张航
韩瑀萱
周雄华
王剑锋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chengdu Univeristy of Technology
Original Assignee
Chengdu Univeristy of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chengdu Univeristy of Technology filed Critical Chengdu Univeristy of Technology
Priority to CN201810634339.5A priority Critical patent/CN108717201B/en
Publication of CN108717201A publication Critical patent/CN108717201A/en
Application granted granted Critical
Publication of CN108717201B publication Critical patent/CN108717201B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/28Processing seismic data, e.g. for interpretation or for event detection

Landscapes

  • Engineering & Computer Science (AREA)
  • Remote Sensing (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Acoustics & Sound (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Geophysics (AREA)
  • Geophysics And Detection Of Objects (AREA)

Abstract

The invention discloses a kind of tunnel surrounding microquake sources localization methods, this method is based on the gravitation search method GSA in heuristic class algorithm, at least four microseismic monitoring sensor is arranged at tunnel tunnel face rear, acquires the waveform signal of the rock masses fracturing in sensor range of receiving;Tunnel space coordinate system and Accurate Determining sensor space coordinate are established, when observing of waveform signal on each sensor is picked up;And set the objective function positioned with the accumulation absolute difference calculated then as microquake sources when observing, meet stop criterion eventually by calculating target function to search for microseism source position, the present invention can obtain accurate microseism source position within the very fast time, field engineering be can satisfy to positioning accuracy needs, improve microseism seismic source location precision, method is economical and practical, easy to operate, is suitable for the Tunnel Engineering micro seismic monitorings such as various traffic, water conservancy and hydropower.

Description

A kind of tunnel surrounding microquake sources localization method
Technical field
The present invention relates to micro seismic monitoring field, especially a kind of tunnel surrounding microquake sources based on heuritic approach GSA are fixed Position method, is suitable for the Tunnel Engineering micro seismic monitorings such as various traffic, water conservancy and hydropower.
Background technique
Under the influence of external disturbance, inside can generate microfissure and discharge strain energy in the form of elastic wave rock mass, micro- Crack, which is constantly developed, propagates and discharges rapidly in rock mass along with elastic wave, and this elastic wave is referred to as microseism.Microseism prison Survey technology is namely based on the interpretation of elastic wave to analyze the monitoring method of the extension of rock mass internal tiny crack and rock stability.It is micro- Seismic source location is the core of On Microseismic Monitoring Technique, it be using microseismic sensors record microseism waveform signal, then data and The space coordinate of microseism wave Velocity Inversion microseismic event and the origin time of earthquake.
Currently, seismic source location principle is broadly divided into two major classes in microquake sources Position Research: one kind is based on then different Theoretical seismic source location method, it is another kind of, it is the seismic source location method based on three-axis sensor.It is sent out based on then different theories The seismic source location method that exhibition is got up is many kinds of, is most widely used a kind of seismic source location method, such as classical Geiger method, The seismic source locations methods such as Thurber method, simplex location algorithm, dual residual error method.But classical Geiger method is to initial strip The dependence of part is larger, there is unstability divergence problem in an iterative process;Although Thurber method introduces second-order partial differential coefficient and improves The stability of algorithm, but calculation amount is also considerably increased simultaneously;The direct algorithms such as simplex location algorithm and Powell need not be asked Solving equations, but multi-dimensional search is directly carried out, have many advantages, such as fast convergence rate, simple and easily realization, but such algorithm mistake In the selection for relying on initial value, local minimum is easily fallen into as least square method.
There is also obtain the larger and inefficient defect of difficulty height, larger workload, error for the current prior art.Cause This, it is very significant to study a kind of method that accurate microseism source position is obtained within the very fast time, can be largely Guarantee microquake sources positioning accuracy.
Summary of the invention
The present invention, which is to provide one kind to solve above-mentioned technical problem and can obtain accurate tunnel within the very fast time, to be enclosed Rock microquake sources localization method.
A kind of a kind of tunnel surrounding microquake sources localization method of tunnel surrounding microquake sources localization method, which is characterized in that including Following steps:
A. n microseismic detection sensor, n >=4 are arranged at tunnel construction tunnel face rear;
B. the waveform signal for collecting the rock masses fracturing in microseismic detection sensor range of receiving, defines the sight of all the sensors When measuring and accumulation absolute difference then is calculated as the objective function of focus Velocity Inversion;
C. assume that microseism located space there are multiple particles, and assume the quality and multi-dimensional position vector of each particle,;
D. with the multi-dimensional position vector calculating target function of each particle, the minimum target functional value recorded and correspondence are most The position of Small object functional value;
E. judge whether minimum function value is less than regulation magnitude ε, it is right if minimum target functional value is less than regulation magnitude ε The position for answering minimum target functional value is focus, if minimum target functional value updates the position of each particle not less than regulation magnitude ε Vector is set, target function value is recalculated, until minimum target functional value is less than regulation magnitude ε.
Gravitation search algorithm GSA (Gravitational Search is used when updating the position vector for assuming particle Algorithm it) is updated.
Gravitation search algorithm GSA (Gravitational SearchAlgorithm) is based on the law of universal gravitation and ox The swarm optimization algorithm of second law, gravitation are one of 4 kinds of nature basic power.In nature, gravitational Act on it is ubiquitous so that any one particle can all attract each other and continuous close, i.e., larger quality with other particles Particle can attract the particle of smaller quality, larger mass particles can represent accurate microseism source position, to finally obtain To most accurate microseism source position.Therefore, it is able to achieve using the gravitation search algorithm based on nature physical laws to microquake sources Accurate positionin and acquisition.
Further, the regulation magnitude is ε, in the range of 1e-4 to 1e-5.
A kind of tunnel surrounding microquake sources localization method as described above, includes the following steps:
A arranges at least four microseismic monitoring sensor at tunnel construction tunnel face rear.
B establishes tunnel space coordinate system, acquires the waveform signal of the rock masses fracturing in sensor range of receiving, and definition is all Objective function of the accumulation absolute difference for focus Velocity Inversion when observing with calculating then of sensor, the objective function Calculation formula it is as follows:
In formula, fit is accumulation absolute difference then, and n is monitoring number of sensors;tiFor the observation of i-th of sensor Then, subscript p, s are P wave or S wave, t0For the initial origin time of earthquake of focus, Ri/ V is R when calculatingiFor microseism source position (x1, x2, x3) and i-th of sensor position (xi, yi, zi) distance, V represents speed of the microseism wave on propagation path.
C assumes that microseism located space has N number of particle (represent and calculate focus).It carves at the beginning, each particle has mass Mi With multi-dimensional position vector Xi:
M=(M1,...,Mi,...,MN), (i=1,2 ..., N) (2)
The representative of formula 2 has N number of particle with quality, and formula 3 represents numerical value of each particle with n dimension (if only three-dimensional space Between then degenerate be three-dimensional numerical value), whereinIt indicates the numerical value that i-th of particle is tieed up in d, and has upper lower limit value, i.e.,
D brings the multi-dimensional position vector X (position comprising focus and microseism velocity of wave) of each particle into formula 1, obtains each particle Target function value.The minimum value fit of log history circulation objective functionbestAnd the multi-dimensional position X of corresponding particlebest
E judges whether current goal function minimum meets termination condition (whether residual values are less than regulation magnitude ε), is No fitbest<ε.If fitbest< ε then exports optimal microseism source position, if fitbest> ε is performed the next step suddenly, the ε's Range is 1e-4 to 1e-5, and ε value is smaller, and the seismic source location precision of acquisition is higher, but needs operation time also can be more long, because The specific value of this ε is related to engineering practice.
F calculates the gravitation to interact between particle.In kth time iteration, definitionFor in d dimension particle i by grain The gravitation of sub- j effect:
Wherein, Maj(k) and Mpi(k) be respectively active particle j inertia mass and Passive particles i inertia mass, ε is Small magnitude constant.G (k) is gravitational coefficients function, is met as follows:
Wherein, G0It is given value with α;K is current iteration number, and K is iteration total degree.
Rij(k) it is the Euclidean distance of particle i and particle j:
Rij(k)=| | Xi(k),Xj(k)||2 (6)
D ties up summation of upper i-th of the particle by other all particle graviational interactions are as follows:
In formula, randjIt is that the summation addition of gravitation is random for the random number between [0,1].
In each iteration, each particle can update inertia mass.Inertia mass is calculated according to target function value, grain Sub- inertia mass is bigger, shows that also indicating that has bigger attraction to other particles closer to optimal value.According to the following formula more The inertia mass M of new particlei:
Mai=Mpi=Mii=Mi, (i=1,2 ..., N) (8)
Wherein, MaiIndicate the inertia mass of active particle i, MpiIndicate the inertia mass of Passive particles i, MiiIndicate particle i Inertia mass, fitiIt (k) is target function value size of the particle i in kth time iteration.
For solving minimum target functional value problem, best is the minimum value of N number of particle objective function, and worst is N number of grain The maximum value of specific item scalar functions, is defined as follows:
G calculates the acceleration and speed of each particle.According to newton second theorem, the acceleration of particle i in d dimensionAnd speed are as follows:
Wherein,For the updated particle rapidity of+1 iteration of kth of particle i in d dimension,For d The particle rapidity of the kth time iteration of particle i, M in dimensioni(k) inertia mass for being current time particle i.
In each iteration, each particle can update according to the following formula position to h:
I recalculates target function value according to the updated position vector of each particle, and judges whether fitbest< ε, if full It is sufficient then exit circulation, export the minimum value fit of all particle objective functionsbestWith corresponding optimal hypocentral location vector Xbest;It is no Then continue to execute iterative cycles.
Preferably, G0For 100, α 20.
Tunnel surrounding microquake sources are positioned using method of the present invention, have it is following the utility model has the advantages that
(1) it provides the new method of one kind to position for microquake sources, and this method and traditional microquake sources localization method phase Than, it is economical and practical, easy to operate, parameter setting is less, fast convergence rate, and can be good at mutually tying with various optimization problems It closes.
(2) versatility of the method applied in the present invention is stronger, has certain fit to information uncertain in problem It should be able to power.
(3) the method applied in the present invention can obtain accurate microseism source position within the very fast time, can satisfy Field engineering needs positioning accuracy, improves microseism seismic source location precision.
Detailed description of the invention
Fig. 1 is gravitation effect schematic diagram;
Fig. 2 is the flow chart of tunnel surrounding microquake sources localization method provided by the invention.
Specific embodiment
With reference to the accompanying drawing and specific implementation content the present invention is further described.
By taking certain high-ground stress highway double-hole tunnel installs Microseismic monitoring system as an example, microseism is obtained according to Fig. 2 process Source position.In high-ground stress highway double-hole tunnel installation Microseismic monitoring system, which contains 8 microseisms and passes Sensor is arranged in the double hole face rears in left and right, wherein lag hole arranges 3, advanced hole arranges 5, and totally 3 monitorings are disconnected Face.Tunnel space coordinate system is established, the real-time monitoring occurred for tunnel surrounding internal rupture is thus carried out, captures microseism triggering Microseism waveform signal, pick up microseism waveform signal on each sensor when observing, sat in the tunnel space established Each sensor space coordinate (table 1) is accurately measured using total station in mark system.Meanwhile it extracting and each microseismic sensors is received Microseism waveform is then (table 1).
Each microseismic sensors coordinate of table 1
Define all the sensors when observing with calculate then accumulation absolute difference be seismic source location objective function, Its calculation formula is as follows:
On the basis of the above, tunnel surrounding microseism velocity of wave is obtained based on heuritic approach GSA, parameter is chosen as follows: K= 1000, G0=100, α=20;The microseism velocity of wave V of usep=5800m/s.Finally according to foregoing invention, the minimum target letter of calculating Number fitbest=3.45E-4, corresponding particle position vector Xbest=(916.40,919.79,1006.92), the i.e. example search The optimal microseism source position X=916.40, Y=919.79, Z=1006.92 obtained.
The search and calculating that microseism source position is carried out using the present invention, can obtain accurate microseism within the very fast time Source positioning, can satisfy field engineering to positioning accuracy needs.
Above example is only used to illustrate the technical scheme of the present invention and not to limit it, and those skilled in the art should manage Solution, technical solution of the present invention are modified or are replaced on an equal basis, without departing from the spirit and scope of the present invention program, should all cover In the present invention.

Claims (4)

1. a kind of tunnel surrounding microquake sources localization method, which comprises the following steps:
A. n microseismic detection sensor, n >=4 are arranged at tunnel construction tunnel face rear;
B. the waveform signal for collecting the rock masses fracturing in microseismic detection sensor range of receiving, defines observing for all the sensors When with calculate then accumulation absolute difference be focus Velocity Inversion objective function;
C. assume that microseism located space there are multiple particles, and assume the quality and multi-dimensional position vector of each particle;
D. with the multi-dimensional position vector calculating target function of each particle, the minimum target functional value recorded and corresponding minimum mesh The position of offer of tender numerical value;
E. judge whether minimum function value is less than regulation magnitude ε, if minimum target functional value is less than regulation magnitude ε, correspond to most The position of Small object functional value is focus, if minimum target functional value not less than regulation magnitude ε, update the position of each particle to Amount, recalculates target function value, until minimum target functional value is less than regulation magnitude ε;
It is updated when updating the position vector of each particle using gravitation search algorithm.
2. a kind of tunnel surrounding microquake sources localization method according to claim 1, it is characterised in that: the regulation magnitude For ε, in the range of 1e-4 to 1e-5.
3. a kind of tunnel surrounding microquake sources localization method according to claim 1 or 2, which is characterized in that including following step It is rapid:
A. n microseismic monitoring sensor, n >=4 are arranged at tunnel construction tunnel face rear;
B. tunnel space coordinate system is established, the waveform signal of the rock masses fracturing in sensor range of receiving is acquired, defines all biographies Sensor when observing with calculate then accumulation absolute difference be focus Velocity Inversion objective function, the objective function Calculation formula is as follows:
In formula 1, fit is accumulation absolute difference then, and n is monitoring number of sensors;tiIt is i-th sensor when observing, Subscript p, s are P wave or S wave, t0For the initial origin time of earthquake of focus, Ri/ V is R when calculatingiFor microseism source position and i-th The distance of sensor position, V represent speed of the microseism wave on propagation path;
C. assume that microseism located space has N number of particle, carves, each particle has mass M at the beginningiWith multi-dimensional position vector Xi:
M=(M1,...,Mi,...,MN), (i=1,2 ..., N) (2)
The representative of formula 2 has N number of particle with quality, and formula 3 represents numerical value of each particle with n dimension (if only three-dimensional space Degenerating is three-dimensional numerical value), whereinIt indicates the numerical value that i-th of particle is tieed up in d, and has upper lower limit value, i.e.,
D. it brings the multi-dimensional position vector X of each particle into formula 1, obtains the target function value of each particle, log history recycles target Functional minimum value fitbestAnd the multi-dimensional position X of corresponding particlebest
E. judge whether current goal function minimum meets termination condition, i.e., whether fitbest< ε, if fitbest< ε is then exported Optimal microseism source position is XbestIf fitbest> ε is performed the next step suddenly;
F. the gravitation to interact between particle is calculated, in kth time iteration, definitionFor in d dimension particle i by particle j make Gravitation:
Wherein, Maj(k) and Mpi(k) be respectively active particle j inertia mass and Passive particles i inertia mass, ε be small magnitude Constant, G (k) are gravitational coefficients function, are met as follows:
Wherein, G0It is to determine value with α, k is current iteration number, and K is iteration total degree;
Rij(k) it is the Euclidean distance of particle i and particle j:
Rij(k)=| | Xi(k),Xj(k)||2 (6)
D ties up summation of upper i-th of the particle by other all particle graviational interactions are as follows:
In formula, randjIt is that the summation addition of gravitation is random for the random number between [0,1];
In each iteration, each particle can update inertia mass, according to the following formula the inertia mass M of more new particlei:
Mai=Mpi=Mii=Mi, (i=1,2 ..., N) (8)
Wherein, MaIndicate the inertia mass of active particle i, MpIndicate the inertia mass of Passive particles i, M indicates the inertia of particle i Quality, fitiIt (k) is target function value size of the particle i in kth time iteration;
For solving minimum target functional value problem, best (k) is the minimum value of N number of particle objective function, and worst (k) is N number of The maximum value of particle objective function, is defined as follows:
G. the acceleration and speed for calculating each particle, according to newton second theorem, the acceleration of particle i in d dimensionWith Speed are as follows:
Wherein,For the updated particle rapidity of+1 iteration of kth of particle i in d dimension,For grain in d dimension The particle rapidity of the kth time iteration of sub- i, Mi(k) inertia mass for being current time particle i;
H. in each iteration, each particle can update according to the following formula position:
I. target function value is recalculated according to the updated position vector of each particle, and judges whether fitbest< ε, if meeting Circulation is exited, the minimum value fit of all particle objective functions is exportedbestWith corresponding optimal hypocentral location vector Xbest;Otherwise after It is continuous to execute iterative cycles.
4. a kind of tunnel surrounding microquake sources localization method according to claim 3, it is characterised in that: G0For 100, α 20.
CN201810634339.5A 2018-06-20 2018-06-20 A kind of tunnel surrounding microquake sources localization method Active CN108717201B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810634339.5A CN108717201B (en) 2018-06-20 2018-06-20 A kind of tunnel surrounding microquake sources localization method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810634339.5A CN108717201B (en) 2018-06-20 2018-06-20 A kind of tunnel surrounding microquake sources localization method

Publications (2)

Publication Number Publication Date
CN108717201A CN108717201A (en) 2018-10-30
CN108717201B true CN108717201B (en) 2019-10-25

Family

ID=63912149

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810634339.5A Active CN108717201B (en) 2018-06-20 2018-06-20 A kind of tunnel surrounding microquake sources localization method

Country Status (1)

Country Link
CN (1) CN108717201B (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109597125B (en) * 2018-11-27 2020-10-16 湖北海震科创技术有限公司 Micro seismic source positioning method based on P wave arrival time and maximum amplitude waveform
CN111308548A (en) * 2019-11-21 2020-06-19 四川圭度科技有限公司 High-precision microseism data first arrival pickup device, system and method
CN111880220B (en) * 2020-09-07 2022-02-22 中国科学院武汉岩土力学研究所 Seismic source positioning method, device, equipment and storage medium
CN112904277B (en) * 2021-01-25 2023-06-02 招商局重庆交通科研设计院有限公司 Tunnel surrounding rock breaking point positioning method based on improved gray wolf algorithm
CN113176606B (en) * 2021-06-02 2023-09-26 中国恩菲工程技术有限公司 Microseism focus positioning method, system, equipment and storage medium
CN114047546B (en) * 2021-11-18 2023-06-16 辽宁大学 Crowd-sensing spiral ore vibration positioning method based on sensor three-dimensional space joint arrangement

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104076392B (en) * 2014-05-28 2015-04-22 中国矿业大学(北京) Microearthquake focus positioning combined inversion method based on grid search and Newton iteration
CN106154334B (en) * 2015-04-13 2018-02-16 中石化石油工程地球物理有限公司胜利分公司 Underground micro-seismic event real time inversion localization method based on grid search
AU2016262077B2 (en) * 2015-05-14 2021-08-26 Conocophillips Company System and method for determining drill string motions using acceleration data
CN106990792B (en) * 2017-05-23 2019-12-27 西北工业大学 Multi-unmanned aerial vehicle collaborative time sequence coupling task allocation method based on hybrid gravity search algorithm
CN107168050B (en) * 2017-06-01 2020-04-17 武汉科技大学 Gravitation search algorithm and sewage treatment control method based on algorithm
CN107703540B (en) * 2017-06-26 2018-07-20 河海大学 A kind of microseism positioning and chromatography imaging method

Also Published As

Publication number Publication date
CN108717201A (en) 2018-10-30

Similar Documents

Publication Publication Date Title
CN108717201B (en) A kind of tunnel surrounding microquake sources localization method
CN105589108B (en) Transient electromagnetic quick three-dimensional inversion method based on various boundary conditions
CN105022031B (en) A kind of layered velocity localization method of region rock mass microseism focus
CN105842735B (en) Region rock mass microseism seismic source location method with complicated VELOCITY DISTRIBUTION
CN108802814B (en) A kind of acquisition methods of tunnel surrounding microseism velocity of wave
JP5650353B2 (en) Method and system for obtaining an estimation of seismic event parameters, seismic event search engine
CN109738940B (en) Acoustic emission/microseismic event positioning method under condition of existing empty zone
CN105589100A (en) Micro-seismic source location and velocity model simultaneous inversion method
CN105954796B (en) A kind of method and apparatus for the hypocentral location for determining microseism
CN109991658B (en) Microseism event positioning method based on seismic source-station velocity model
CN109375253A (en) Ground motion parameter evaluation method based on whole seismic structure maximum credible earthquakes
CN105242328B (en) The determination method and device of ancient hot Lithospheric Thickness
CN109597125B (en) Micro seismic source positioning method based on P wave arrival time and maximum amplitude waveform
CN110261903B (en) Underground seismic source passive positioning method based on reverse-time energy focusing
CN113189644B (en) Microseismic source positioning method and system
JP4506625B2 (en) Earthquake motion prediction system using real-time earthquake information
CN104749630B (en) Method for constructing microseism monitoring velocity model
CN109061723B (en) High-precision positioning method and system for micro seismic source in tunnel rock burst inoculation process
CN103364823A (en) Vibration source real-time positioning and analyzing system
CN105022091B (en) The far field focus method for rapidly positioning that a kind of nothing tests the speed in advance
CN110398775A (en) Tunnel is dashed forward discharge disaster microseismic event signal fluctuation first break pickup method and system
CN111736208B (en) Microseismic event Bayes positioning method, system and medium combining P wave and S wave first-arrival data through variable weight
CN117454256A (en) Geological survey method and system based on artificial intelligence
CN116577729A (en) Method, device, computer equipment and storage medium for intelligent positioning of microseism focus
CN105093285A (en) Artificial intelligence earthquake judgment method and earthquake detection system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant